A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness

Author:

Flessati Luca1,di Prisco Claudio1,Corigliano Matteo1,Mangraviti Viviana1

Affiliation:

1. Dipartimento di Ingegneria Civile ed Ambientale, Politecnico di Milano, Milan, Italy

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Reference78 articles.

1. Behavior of Stone Columns Based on Experimental and FEM Analysis

2. Effect of geosynthetic creep on reinforced pile-supported embankment systems

3. ASIRI. (2012). Recommandations pour la conception, le dimensionnement, l’exécution et le contrôle de l’amélioration des sols de fondation par inclusions rigides.

4. Boschi, K., di Prisco, C. & Flessati, L. (2022). Mechanical behaviour of anchored wire meshes: Numerical analyses and analytical modelling. Canadian Geotechnical Journal. Under review.

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3. Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments;International Journal for Numerical and Analytical Methods in Geomechanics;2023-06-23

4. Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results;European Journal of Environmental and Civil Engineering;2023-04-04

5. Displacement-Based Design of Geosynthetic-Reinforced Pile-Supported Embankments to Increase Sustainability;Civil and Environmental Engineering for the Sustainable Development Goals;2022

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